2011 texas mutcdsigns that directs motorists to key civic, cultural, ... exits and splits feature an...
TRANSCRIPT
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2011 Texas MUTCD
Michael A. Chacon, PE Traffic Operations Division
TxDOT
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Paragraphs are numbered! Guidance statements are italicized
Formatting Revisions
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Part 1 – General
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Section 1A.13 – Meanings of text headings (Standard, Guidance, Option, Support) relocated
and clarified
Standard statements shall not be modified or
compromised based on engineering judgment or engineering study
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Part 2 – Signs
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Many New Symbols
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E-mail, Internet Addresses and Telephone Numbers
Internet addresses, e-mail addresses, domain names, URLs: prohibited on any sign, plaque, sign panel
Phone numbers with more than 4 characters should not be shown on any sign, plaque, sign panel (including Specific Service logo panels), or CMS
OK
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LED Signs
May be used within the border, legend or symbol
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Sign Designation
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Chapter 2B – Regulatory Signs,
Barricades, and Gates
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The use of 2-WAY, 3-WAY, and
4-WAY plaques is prohibited
ALL-WAY plaque remains as a “shall” if STOP signs are used
on all approaches
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Divided Highway signs shall be installed on
approaches to divided highways with:
Medians ≥ 30 feet and
AADT > 400 and Speed limit > 30 mph
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Stop Signs
Side roads that intersect a multi-lane street or highway
Speed Limit ≥ 45 mph Minimum size of STOP sign shall be 36x36
Speed Limit < 40 mph Minimum size 30x30
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Hazardous Materials
Existing signs have HC New federal guidance recommends HM For consistency across the nation, we adopted
HM
Current TMUTCD New Federal MUTCD
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Chapter 2C – Warning Signs and Object
Markers
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Some word message signs are deleted
Also – STOP AHEAD, YIELD AHEAD, SIGNAL AHEAD
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New warning sign for road flooding “ROAD MAY FLOOD”
Depth gauge shall be yellow If depth gauge is used, you shall use the
ROAD MAY FLOOD sign
Signs for Roadway Flooding
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New Warning Signs for Road Flooding
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Object markers have been relocated
from Part 3
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Object Markers
Federal MUTCD required 3 – 3” diameter reflectors on a 6x12” non-reflective white background.
Texas uses a 3x12” reflective strip on flexible object marker posts
TxDOT’s current practice has been approved.
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Horizontal Alignment Sign Current TMUTCD Requirements
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Horizontal Alignment Sign New MUTCD Requirements
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New Requirement for Speed Differential of 15 & 20 mph
Chevrons and/or One Direction Large Arrow is required
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Chapter 2D – Guide Signs for
Conventional Roads
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Option to use all upper-case letters for
place names and street names is deleted
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Only alternatives to the green background color for Street Name signs are blue, brown, or white*
* A black legend shall be used if a white background is used, otherwise the legend color
shall be white
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Community Wayfinding Signs
Signs that directs motorists to key civic, cultural, visitor and recreational attractions within a city or local urbanized or downtown area.
Wayfinding Signs SHALL NOT be installed on freeway or expressway mainlanes or ramps.
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Wayfinding Signs
City installed and maintained.
Colors other than Green, Red, Yellow, or Orange.
Non-commercial destinations.
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Chapter 2E – Guide Signs for
Freeways and Expressways
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Option Lane Exits Standard: Advance guide signs that are mounted overhead shall not display a down arrow over an option lane.
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New Overhead Arrow-per-Lane signs for option-lane exits and splits feature an upward-pointing arrow over each lane
Required at new or reconstructed option lane locations (major interchanges, splits)
Overhead Arrow-per-Lane guide signs
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LEFT plaques required for numbered and non-numbered
exits to the left
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LEFT EXITS
TxDOT can continue to use the LEFT EXIT panel below the guide sign in lieu of the LEFT plaques.
TxDOT
FHWA
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Exit Gore Signs
Standard: An Exit Gore (E5-1a) shall be used when the replacement of an existing assembly of an E5-1 sign and an E5-1bP plaque becomes necessary.
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TxDOT Exit Gore Signs
72”
60”
24”
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FHWA Exit Gore Signs
72”
60”
90”
108”
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Preferential Lane Definitions
HOV: Only vehicles that meet minimum occupancy requirements are allowed (no toll). Use diamond symbol on signs
Express Lanes: General purpose traffic is charged a toll and HOV users are not charged a toll on either a full or part-time basis.
Toll Lanes: All users are charged a toll, including HOV users (discounted rate)
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HOV Lanes
FHWA
TxDOT
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Express Lanes
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New purple color for lanes restricted to only vehicles with registered
“electronic toll collection accounts”
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Toll Road Signing
Previous Standard
New Standard
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Part 3 – Markings
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Section 3B.04 White Lane Line Markings
Dotted (not broken) lane lines shall be used for non-continuing lanes:
Lane drops (wide dotted) Auxiliary lanes (wide dotted) Acceleration lanes (normal width dotted) Deceleration lanes (normal width dotted)
Applies on freeways, expressways, and conventional roads
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Lane drops on conventional roads
Wide dotted
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Auxiliary lanes between ramps
2 miles or less
Wide dotted
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Section 3B.22 – Speed reduction markings added
as an Option
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Part 4 – Highway Traffic Signals
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Section 4D.19 – Protected-only mode left-turn faces must use
red arrow, not circular red
Applies to left-turn signals but not to right-turn signals
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Chapter 4D Protective Left Turn Lanes
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Sections 4D.17 to 4D.20 – Signal indications for left turns
Permissive Left Turn Lanes cannot use solid green indication
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Chapter 4D Use of Flashing Yellow Arrow for
Protective/Permissive Turns
Separate signal face
with FYA for PPLT
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Chapter 4D Use of Flashing Yellow Arrow for
Permissive Only Turns
Separate signal face
with FYA for PLT
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Approved Sign for Flashing Yellow Traffic Signals
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Pedestrian Hybrid Beacon
HB 885, 82nd Legislation
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Part 6 – Temporary Traffic Control
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Type 1: STOP/SLOW paddle AFAD
Chapter 6E. Flagger Control Automated Flagging Assistance Devices
(AFADs)
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Type 2: Red/Yellow lens AFAD Shall include a gate arm that descends down on red phase.
Chapter 6E. Flagger Control Automated Flagging Assistance Devices
(AFADs)
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Section 6F.48 Reverse Curve Signs
For multilane shifts, number of arrows and lanes must match or use plaque.
or
W1 - 4B
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Section 6F.87 Rumble Strips
Black and orange are acceptable colors for transverse rumble strips in TTC zones
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New Standard – Legend color shall comply with table 2A-5
Regulatory: Red or White Warning: Yellow Temp Traffic Control: Yellow or Orange Guide: White Incident Management: Yellow
Section 6F.60 PCMS and Section 2L.04 CMS
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Spacing of Channelizing Devices
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Edgeline Channelizers Deleted from TMUTCD. Not included in the Federal MUTCD. Can continue to use 42 inch cone with orange
and white reflective stripes.
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Part 7 – Traffic Control for School
Areas
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New Option Symbol Sign for the S3-1 Word Message Sign
New Existing
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End of School Zone
END SCHOOL ZONE sign is required for reduced school speed zones.
The Speed Limit sign is optional.
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Sign Reflectivity
FHWA issued a new rule for comment and review.
One of the changes includes the date agencies need to have a plan for Maintaining Minimum Retroreflectivity.
Deletes compliance dates for several items.
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TMUTCD
Comment period ended Sept. 14, 2011 Received 14 submissions, 115 total comments TMUTCD will be issued in December SHSD will also be revised to reflect changes to
the 2011 TMUTCD Standard Sheets (PMs, FPMs, TCP, BC) will also
be revised to reflect changes to the 2011 TMUTCD